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Visconsin SOIL EVALUATION REPORT #1714
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service, Inc.
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to~ al and horizontal reference point (BM), direction and
percent slope, scale or di Tv p C A istance to nearest road. Parcel I.D. 6) Z /per-~ J 7 L
ri AhUn d
Revie y Date
Personal information you pro The used for secondary purposes (Pri acy Law, s. 15.04 (1) (m)). O s , 2V,,' I
Property Owner s.
a < 200! Property Location
Stallion Development LL Govt. Lot na SE1/4, NW1/4, S34, T30N, R18W QT ('ROIX Property Owner's Mailing S ZONING OFFICE Lot # Block # Subd. Name or
CSM#
1221 130th Ave 7 na Riding Meadows A
City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road
New Richmond WI 54017 715-246-5440 Richmond 120Th St
❑ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Ridges, foot slopes, and valley escarpments of sandstone Flood plain elevation, if applicable na ft.
General comments * Shallow conventional system with added cover, system elevation 99.05ft Recommend at grade or mound
and recommendations: design, system elevation 100.75ft based on contour line elevation 99.75ft.
a Boring # ❑ Ground surface elev. 100.05 ft. Depth to limiting factor 51 in.
® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E11#2
1 0-10 10yr3/1 none A 2msbk mfr cs lvf .6 .8
2 10-1,9,-- 10yr4/4 none Sid 2msbk mfr cs n a 4 .6
3 19-28 10yr4/4 none sl 2msbk mfr cs na .6 1.0
4 28-51 7.5yr4/6 none Is osg ml gw na .7 1.6
5 51-66 5yr4/4 none scl om cs na .0 .0
6 66-72 10yr7/8 c2d 7.5yr5/6 ;andstoni residuum na na na .0 .0
2] Boring # El
® Ground surface elev. 100.05 ft. Depth to limiting factor 48 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-16 10yr3/1 none A 2msbk mfr cs ivf .6 .8
2 16-25 10yr4/4 none sic[ 2msbk mfr gw na 4 .6
3 25-48 7.5yr4/6 none Is 2msbk mvfr gw na .7 1.6
4 48-72 5yr4/4 none scl o r gw na .0 .0
5 72-96 10yr7/8 c2d 7.5yrt5/6 ;andstoni residuum mfr na na .0 .0
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS S.30 mg/L
CST Name (Please Print) igna re: CST Number
David J. Steel :~Zl 248956
Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/27/2005 715-760-0347
SBD-8330 (R.07/001
4
Property Owner Stallion Development LLC Parcel ID # pending Page 2 of 3
Boring # ❑
® Ground surface elev. 98.75 ft. Depth to limiting factor 67 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2
1 0-13 10yr3/1 none sil 2msbk mfr a ivf .6 .8
2 13-2 10yr4/4 none sicl 2msbk mfr gw na 4 6
3 28-67 7.5yr4/4 none Is osg mvfr gw na .7 1.6
4 67-89 5yr4/4 c2d 7.5yr5/6 scl/Is om mfr gw na .0 .0
5 89-110 10yr7/8 c2d 7.5yrt5/6 andston residuum mfr na na .0 .0
❑ Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2
❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R07/001 Steers Soll Service Im
STEEL'S SOIL SERVICE INC. 3 of 3
David J. Steel Stallion Development LLC 994 200th St.
CST-POWTSM SE1/4,NWl/4,S34,T30N,R18W Baldwin, WI 54002
Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347
Riding Meadows Sub. Lot, 7 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
1" = 40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe Y
• = Alt Benchmark Ele. 99.75 ft
Top of 3/4" pvc pi e
= Borings
Bo ' g Elevations ry
B 1 = 100.05 ft
B2 = 100.05 ft
B3 = 98.75 ft J,
B4 = 0.00 ft
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PRELIMINARY